4. Solve for the Reactions (Point C and E are both internal hinges) 6kN 2kN| 2kN/m Av = 11 kN ↑ Ma = 32 kN-m C G Fv = 10 kN ↑ A Gv = 5 kN ↑ 2m 2m Im | Im 2m 6m

Structural Analysis
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Chapter2: Loads On Structures
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4. Solve for the Reactions (Point C and E are both internal hinges)
6kN
16KN
2kN
2kN/m
Av = 11 kN ↑
Ma = 32 kN-m CCW
G
Fv = 10 kN ↑
Gv = 5 kN ↑
2m
2m
Im
1m
2m
6m
Transcribed Image Text:4. Solve for the Reactions (Point C and E are both internal hinges) 6kN 16KN 2kN 2kN/m Av = 11 kN ↑ Ma = 32 kN-m CCW G Fv = 10 kN ↑ Gv = 5 kN ↑ 2m 2m Im 1m 2m 6m
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